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Your selections:
Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading
- Ali, Abid, Lyamin, A. V., Huang, Jinsong, Sloan, S. W., Cassidy, M. J.
Effect of interface friction on tunnel liner internal forces due to seismic S- and P-wave propagation
- Kouretzis, George P., Sloan, Scott W., Carter, John P.
Prediction of underground cavity roof collapse using the Hoek-Brown failure criterion
- Suchowerska, A. M., Merifield, R. S., Carter, J. P., Clausen, J.
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